近年来,深部地下洞室开挖诱发的岩爆地质灾害问题日益突出,以岩体微破裂定位为特色的微震监测技术被广泛应用于地下工程的岩爆监测与预警。以荒沟抽水蓄能电站地下厂房区为背景,针对开挖过程中局部围岩出现的轻微岩爆现象,构建微震监测系统进行岩爆监测预警,并对监测期前两个月的微震活动进行了分析。结果表明:微震系统可以有效地捕捉高频的爆破事件和低频的微震事件;微震事件活动频度与现场爆破开挖施工强度呈正相关;厂房上游侧拱肩和下层排水廊道与厂房安装间交汇部为岩爆潜在风险区。研究成果可为地下洞室的安全施工和稳定性评价提供技术支撑。
Abstract
In recent years, rockburst induced by excavation of deep underground caverns has become increasingly prominent. Microseismic monitoring technology characterized by micro-fracture location of rock mass has been broadly utilized in rockburst monitoring and early warning of underground engineering. In this paper, a microseismic monitoring system for rockburst monitoring and early warning for the slight rockburst of local surrounding rock during excavation was established and adopted to analyze the microseismic activity in the first two months of the monitoring period. The underground powerhouse area of Huanggou Pumped Storage Power Station was taken as a case study. Results suggest that the frequency of microseismic events is positively correlated with the intensity of blasting excavation. The upstream side arch shoulder and the intersection between lower drainage corridor and workshop installation room are the potential risk areas of rockburst. The research finding offers technical support for the safe construction and stability evaluation of underground caverns.
关键词
岩爆 /
微震法 /
地下厂房 /
荒沟电站 /
围岩稳定性
Key words
rockburst /
microseismic monitoring /
underground powerhouse /
Huanggou Hydropower Station /
surrounding rock mass stability
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
参考文献
[1] 蔡美峰,冀 东,郭奇峰.基于地应力现场实测与开采扰动能量积聚理论的岩爆预测研究[J] .岩石力学与工程学报,2013,32(10):1973-1980.
[2] 苏国韶,蒋剑青,冯夏庭,等.岩爆弹射破坏过程的试验研究[J] .岩石力学与工程学报,2016,35(10):1990-1999.
[3] 于 群.深埋隧洞岩爆孕育过程及预警方法研究[D] .大连:大连理工大学,2016.
[4] 姜繁智,向晓东,朱东升.国内外岩爆预测的研究现状与发展趋势[J] .工业安全与环保,2003(8):19-22.
[5] MENDECKI A J. Seismic Monitoring in Mines[M] . London: Chapman and Hall Press, 1996: 275.
[6] YANG C X, LUO Z Q, HU G B, et al. Application of a Microseismic Monitoring System in Deep Mining[J] . Journal of University of Science and Technology Beijing, 2007, 14(1): 6-8.
[7] 李庶林, 尹贤刚, 郑文达. 凡口铅锌矿多通道微震监测系统及其应用研究[J] . 岩石力学与工程学报, 2005, 24(12): 2048-2053.
[8] 冯夏庭,陈炳瑞,张传庆,等.岩爆孕育过程的机制、预警与动态调控[M] .北京:科学出版社,2013.
[9] 张伯虎, 邓建辉, 高明忠,等. 基于微震监测的水电站地下厂房安全性评价研究[J] . 岩石力学与工程学报, 2012, 31(5): 937-944.
[10] 李 彪, 戴 峰, 徐奴文,等. 深埋地下厂房微震监测系统及其工程应用[J] . 岩石力学与工程学报, 2014, 33(增刊1):3375-3383.
[11] 揭秉辉,赵周能,陈炳瑞,等.基于微震监测技术的深埋长大隧洞群岩爆时空分布规律分析[J] .长江科学院院报,2012,29(9):69-73.
[12] 马 克, 唐春安, 李连崇, 等. 基于微震监测与数值模拟的大岗山右岸边坡抗剪洞加固效果分析[J] . 岩石力学与工程学报, 2013, 32(6): 1239-1247.
[13] 徐奴文, 唐春安, 沙 椿,等. 锦屏一级水电站左岸边坡微震监测系统及其工程应用[J] . 岩石力学与工程学报, 2010, 29(5): 915-925.
[14] 蔡光哲, 于长征, 熊 玲,等. 水电站地下厂房开挖及工期安排[J] . 东北水利水电, 2016, 34(11): 1-2.
[15] XIAO Y X, FENG X T, HUDSON J A, et al. ISRM Suggested Method for in situ Microseismic Monitoring of the Fracturing Process in Rock Masses[J] . Rock Mechanics and Rock Engineering, 2016, 49(1): 343-36.
基金
国家重点研发计划项目(2016YFC0401801)